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1713 Furman Road
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ARCHITECT a,�
_ Design No.X536
March 12,2015 JASON T.CANNING
2 904.755.5589
Rating-1,2,3,and 4 Hr(Sed Item 4)
SECOND FLOOR PLAN *Indicates such products shall bear the UL or cUL Certification Mark for jurisdictions
I .. 1 employing the UL or cUL Certification(such as Canada),respectively. ,
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LANDSCAPE ARCHITECT
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d- I JANET WHITMILL
JANET O.WHITMILL, R.L.A., INC.
. 904.398.7688 CD
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CONSTRUCTION NOTES DATE ISSUE
CON 28 AUG u
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1. ALL DESIGN, CONSTRUCTION AND MATERIALS SHALL BE IN ACCORDANCE WITH APPLICABLE PERMIT
E CODES AND AUTHORITIES HAVING JURISDICTION OVER THE WORK. 1.Steel Column-Min.size column W10X49.
♦ 7 J U �j 201 Rd='s=�'-1 v
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" " " DRAWINGS SHALL BE ASSUMED TO BE TYPICAL DETAILS 2.Structural Framing Members*-Galy.steel clips spaced 4 ft OC and 1-1/4 in.from top and 1 JUL 2015 RE -'2
PC
19_0119'-0 18 -0 1 0 2. DETAILS FOUND WITHIN THESE
FOR THIS JOB ONLY. DETAILS SHALL GOVERN CONSTRUCTION FOR THIS JOB UNLESS bottom of column. 12 AUG 2015 REV-3
I 39,-p" NOTED OTHERWISE ON THE PLANS. 3.3.Support Angle-No.25 MS(�galy.steel with 1-1/2 in.legs placed over clips before first layer of
(FACE OF GIRT) 3. DIMENSIONS ARE TO FACE OF STRUCTURAL FRAMING, UNLESS OTHERWISE NOTED. gypsum board and after the second layer of gypsum board when three or more layers of gypsum
board are used.Angle secured to clips and gypsum board using 1-5/8 in.self-drilling,self-tapping
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4. DO NOT SCALE DRAWINGS. WHERE NO DIMENSIONS, OR DISCREPANCIES OCCUR, VERIFY
steel screws,spaced 4 ft.OC and 1-1/4 in.from the top and bottom of the column.Angle cut 1 in.
less than asembly height.Spliced in angles to occur over clips.
CORRECT LOCATION WITH ARCHITECT PRIOR TO ERECTION, FABRICATION OR INSTALLATION.
4.Gypsum Board*-5/8 in.thick board,one to four layers,see below and Item �
{ 5. PROVIDE PROPER SEPARATION BETWEEN ALL DISSIMILAR MATERIALS.
W
CGC INC-Type C or IP-X2 ALAALdh Ma J N Z
DOOR SCHEDULE N
DOOR NO. SIZE MATERIAL LABEL REMARKS 6. ARCHITECT IS NOT RESPONSIBLE FOR ANY UNFORSEEN CONDITIONS DISCOVERED ONCE U Q a
UNITED STATES GYPSUM CO-Type C or IP-X2 � - M J
100 3'X7' AND 5'X7' MTL GLASS TOTAL OPENIN 8'-0" DEMOLITION BEGINS. yp LL = Cn QQ '
, y � W
1008 4X7 PAIR HM 90 MIN. USG MEXICO S A DE C V-Type C or IP-X2
100C 3X7 WOOD 60 MIN.
7. THERE SHALL BE NO DEVIATIONS FROM ARCHITECTURAL DRAWINGS WITHOUT WRITTEN Z 0
100D 3'XT WOOD APPROVAL OF THE ARCHITECT.
1 Hour Rating (� F- �
'- "XT WOOD ' First layer attached with 1 in.long self-drilling,self-tapping,type"S"steel screws attached UJ .. O
101 2 8 8. BLOCKING IN PARTITIONS SHALL BE PROVIDED IN ALL AkEAS WHERE REQUIRED, WHICH
102 2'-8"X7' WOOD through the gypsum board and the clips(Item 2),screws spaced 12 in.OC and 1-1/4 in.from the m _ %----h
WILL INCLUDE, BUT IS NOT LIMITED TO, OPEN AND CLOSED SHELVING, COAT POLES AND to and bottom of the column. LL
103 3'X7' WOOD 90 MIN. ROVIDE ADA OMPLIANT HARDWARE SHELVES, CABINETRY, TENANT SUPPLIED WALL MOUNTED FURNITURE SYSTEMS, COUNTERS, p F- V � W ��
104 3'XT WOOD OVIDE ADA OMPLIANT HARDWARE GRAB BARS, FIXTURES OF ANY KIND, AND MOLDINGS/TRIM. 2 Hour Rating W J F=- 00 Z ..'
10 3'X7' PAIR MTL GLA : .vf; V
Second layer attached with 1-5/8 in.long self-drilling,self-t W -
SX7' HM OVIDE AND INSTALL ALL PARTITIONS TO MEET APPLICABLE BUILDING CODE through gypsum board and the clips,screws spaced 12 in. ~
1058 9. GC SHALL PR Z z V
1050 3'XT HM REGULATIONS AND AS DESIGNATED ON DRAWINGS BY THE ARCHITECT. bottom of the column. + W
105D 8'X8' MTL OLL
105 10
'X10' MTL OLL-UP DOOR10. GC TO VERIFY ALL DIMENSIONS IN THE FIELD. 3 Hour Rating Q 'N
A 105 10 X14 MTL LL-UP D00
Third layer attached with 1 in.long self-drilling,self-tappir '°�,' x l4
through the support angle and gypsum board screws spa `s
1 3'XT WOOD 60 MIN. 11. DIMENSIONS NOTED AS "CLEAR" SHALL BE FROM FINISHED FACE TO FINISHED FACE. bottom of the column.Screws laced a min of 1 in.from ty
1066 3'XT HM P -
f 12. FINISHED DOOR OPENINGS IN ALL PARTITIONS SHALL BE SET 4" FROM ADJACENT
1-1/4 in.from the edge of the board.
3'X7'
WOOD 60 MIN.
PERPENDICULAR PARTITION UNLESS OTHERWISE NOTED.
4 Hour Rating PROJECT NO: 1324
F Fourth layer attached with 1-5/8 in.long self
-drilling,sell= � -
B 3'X7' WOOD 9 MIN. z
13. CONTRACTOR SHALL BE RESPONSIBLE FOR PREPARATION OF EXISTING WALL SURFACES DRAWN BY: LCM
OOC 3X7 WOOD 60 MIN. through the angle and gypsum board,screws spaced 12s
TO RECEIVE NEW FINISHES AS SCHEDULED. the column.Screws placed a min of 1 in.from the edge CHECKED BY: JTC
OOD 3X7
WOOD ,,,.
8'X10' MTL 90 MIN. the edge of the board. ` ' ''"
OOF 8'X10' MTL ROLL-UP DOOR
14. GC TO FIELD VERIFY EXISTING WATER, SEWER AND ELECTRICAL SERVICES AND CONNECT SHEET NO:
AS REQUIRED. 5.Corner Bead-No.26 gauge galy steel,1-1/4 in.legs, x � � � '
'
NOTES: 1-3/8 in.long nails,spaced 12 in.OC,starting 6 in.from the bottom Wine �
PROVIDE THUMB TURN LOCKS ON THE INTERIOR OF ALL EXTERIOR DOORS min.of 3/4 in.from the edge of the board and a max of 1-1/8 in.from the edge of the board.For 01 �'
each hourly rating,corner bead is to be applied after the final layer of gypsum board(Item 4)as
well as one layer of joint compound. SHEET �'
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